中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
An Investigation of Parameter Sensitivity and a Dynamic Analysis of Subsurface Storage Chambers Utilizing the Finite Difference Method

文献类型:期刊论文

作者Luo, Hongming2; Lin, Shan1; Hu, Quanke1; Dong, Miao1
刊名BUILDINGS
出版日期2024-12-01
卷号14期号:12页码:20
关键词CAES underground chamber dynamic analysis sensitivity study FLAC3D finite difference method FOS energy storage geotechnical engineering
DOI10.3390/buildings14123778
英文摘要Underground compressed air energy storage chambers are a promising emerging energy storage technology with strict limitations relating to the stability of the surrounding rock. This study conducted displacement and plastic zone analyses during the excavation and stabilization phases of the chamber utilizing the finite difference method based on engineering data, demonstrating that the stability of salt rock can effectively withstand internal pressures ranging from 0 to 9 MPa, with an average of 15 mm in the Z-axis and 19.23 mm in the X-axis. To further investigate the feasibility of subterranean energy storage reservoirs, the FOS for various surrounding rocks was calculated at different burial depths. These results facilitated a parameter sensitivity analysis on the stability of the surrounding rock of the underground energy storage reservoir. The dynamic reaction of the underground chamber was studied using synthetic seismic wave technology, demonstrating that the seismic capacity of the structure adhered to the code, and the post-seismic displacement remained within the safe range (Z-axis 34 mm, horizontal 19 mm). The results demonstrate the stability analysis method of the chamber and establish a foundation for the extensive implementation of CAES which will contribute to the development of energy storage technology.
资助项目Natural Science Foundation of China ; [42107214] ; [42477157] ; [42077270]
WOS研究方向Construction & Building Technology ; Engineering
语种英语
WOS记录号WOS:001387013300001
出版者MDPI
源URL[http://119.78.100.198/handle/2S6PX9GI/38027]  
专题中科院武汉岩土力学所
通讯作者Dong, Miao
作者单位1.Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
推荐引用方式
GB/T 7714
Luo, Hongming,Lin, Shan,Hu, Quanke,et al. An Investigation of Parameter Sensitivity and a Dynamic Analysis of Subsurface Storage Chambers Utilizing the Finite Difference Method[J]. BUILDINGS,2024,14(12):20.
APA Luo, Hongming,Lin, Shan,Hu, Quanke,&Dong, Miao.(2024).An Investigation of Parameter Sensitivity and a Dynamic Analysis of Subsurface Storage Chambers Utilizing the Finite Difference Method.BUILDINGS,14(12),20.
MLA Luo, Hongming,et al."An Investigation of Parameter Sensitivity and a Dynamic Analysis of Subsurface Storage Chambers Utilizing the Finite Difference Method".BUILDINGS 14.12(2024):20.

入库方式: OAI收割

来源:武汉岩土力学研究所

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